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Engineering generalizations of an investigation of the effect of the time factor on long-term strength and deformability of clays of high-head earth dams

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. I. I. Gol'denblat et al., “Calculation of structures by the method of limit states,” in: Structural Mechanics: Current State and Prospects of Development [in Russian], Stroiizdat, Moscow (1972), Chap. 1.

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  2. L. M. Kachanov, Theory of Creep [in Russian], Fizmatgiz, Moscow (1960).

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  3. G. M. Lomize, A. A. Muzafarov, and V. Yu. Novikov, “Limiting stress of clay soils in cores of a high-head dam and foundations of hydraulic structures,” Gidrotekh. Stroit., No. 4 (1975).

  4. G. M. Lomize and A. A. Muzafarov, “Deformability and strength of soils. II,” in: Proceedings of the Seventh International Congress on Soil Mechanics and Foundation Engineering [in Russian], Moscow (1973).

  5. G. M. Lomize and E. I. Sukhanov, “Limiting stressed state and failure of clays,” Gidrotekh. Stroit., No. 8 (1973).

  6. G. M. Lomize and V. G. Fedorov, “Effect of the initial state of skeletal-clay soil on its deformability and strength,” Gidrotekh. Stroit., No. 12 (1975).

  7. G. M. Lomize, E. I. Sukhanov, and V. G. Fedorov, “Effect of the time factor on deformability and strength of soils in complex loading trajectories,” Gidrotekh. Stroit., No. 6 (1978).

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Authors
  1. G. M. Lomize
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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 17–23, August, 1978.

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Lomize, G.M. Engineering generalizations of an investigation of the effect of the time factor on long-term strength and deformability of clays of high-head earth dams. Hydrotechnical Construction 12, 776–784 (1978). https://doi.org/10.1007/BF02304392

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  • DOI: https://doi.org/10.1007/BF02304392

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